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STEEL or POST X �� .�� C A R 0
f X X FINISHED SUBGRADE `��0� . • Z
X S S% '•/'�
0
MIN. 10 GA. WIRE
PRECAST CONCRETE BOXES MAY BE
USED IN LIEU OF 8 BLOCK. � �/ f
DRAWING TO ENGINEER � � � SLOPE SIDES AS . �
CO SHALL SUBMIT SHOP
E G NEER PRIOR TO USE. - NECESSARY
spa FOR �, �. � �.
x�.- CONSTRUCTION %,y 0I Nt- , 14, �\N`
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NJ OR APPROVED EQUAL O F- UNDISTURBED SOIL
Y
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FRONT MEW PLAN TOP EL. TOP EL
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FRAME do COINER STD. FRAME dlt COVER STD. �� \ "
Ste. PObt TOP EL. 8' 8" " v< 12
WIRE MI FENCE TOP EL. 8 8 �
a�-
4"x 80x 16" W
IMP RING CONNECTOR
SOLID CONCRETE v n.
SYNTHETIC WOVM _ = BLOCK
FILTER FABRIC 8" 8" >z FILL cn- =0/1
STONE x 8 x 16 �/ / V,
0 1 SOLID CONCRETE' INN INV.
•� a % GROUND LINE = BLOCK =
co
\ 1-/- " O.D. OF
�, /. 3'-0" " SECTION "X-XF 3000 PSI SECTI�I 'Y-Y' 12 PIPE 12 CLEARANCE SIDE
�\ 2-2 CONCRETE BASE
TO ANCHOR BOTTOM
DIG IN 6" DM & INN. INV.
SIDE VIEW 6" _ - ' .: ,
OUT � �. c�•. • . • . . . -�;��� A�.� ••.' - .• • ". .-
� 3 NEW DROP INLET DETAIL 4 PIPE TRENCH DETAIL
SECTION 'X-V 3000 PSI SECTION "Y-Y' C3 N.T.S. N.T.S.
CONCRETE C 3
1 SILT FENCE DETAIL CRETE BASE
C3 N.T-S.
NOTE: W _
W
C3 Z I O I W
Q I c I CD i C7' ! It i tp
I
t -- -_- -- -- -j--- -ENGINEER MAY MAY REQUIRE ADDITIONAL SILTI`ENCE AS 2 JUNCTION BOX DETAIL _-____-_________-__-___.____- : o I !
«. z F- ! _ -
C3 N. I Q W- I F-C.D I 1 co 0 M i�
DICTATED BY SITE CONDITIONS DURING CONSTRUCTION. !
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ALL 4-SIDES W 3; ;N'N,N
-`� �,E i i t� !
TRENCH OF STORM DRAIN W W C.? �� I __________�____ _
OVERFLOW OF INLET t� -- �_ E -- ---- ;o ! -- ;--- - ,--
o to Q ! I
TEMPORAR _- `_ -
Q „9 030VdS v�s a I aC i '-
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CL
TYPO STORM DRAINAGE __ '-'W - - - -
INLET STRUCTURE � � -, •�\
3/4" EXTERIOR PLYWOOD -
\ \ X J --
BURY BOTTOM 3/4 EXTERIOR PLYWOOD " ch
OF PLYWOOD FINE GRAVEL FA 3 DIA. OR LARG co
i
1
I •.
.FRONT
WASHED
ONE (1@MIN. THICKNESS) � W _ 1 - -
CC) II ! - � ,
r--
PINLET1 � �\I
PLYWOOD PROTECTION FORCL
STORM DRAIN UNDER CONSTRUCTION 6 INLET PROTECTION
5 W
C341
N.T.S. C 3 N.T.S. Z
STATE OF 1 �02 ENGLISH STANDARD DR
AWING FOR
NORTH CAROLINA
CONCRETE JUNCTION BMX
DEPT, OF TRANSPORTATION
DIVISION OF HIGHWAYS (WITH OPTIONAL MANHOLE)
RALEIGH, N.C. 19" THRI-I AR" PTPF
y ----
t'� GENERAL NOTES:
7 CONCRETE JUNCTION BOX
USE CLASS "B" CONCRETE THROUGHOUT.
I N.T.S.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" ��
t ' 1 ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12 CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. SEE DETAIL OF APRON
SUPPORT NOTCH - SEE
X :`- CONCRETE APRON-,,��, 3'_0"-
X I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB STD. 840.17 SHEET 1 _ 13 - 8�
I I ;--�-------------• _--- ------� �I ! �' SEALANT--., :. � AS SHOWN ON STD. NO. 840.00. ----TOP ELEVATION------.
------------------- ----------------------_._- __---------- ------ -- #4 BAR
PAYMENTIF 1 WHEN FOR THE DROP INLET IS MADE ON APER EACH BASIS THE 1
I - I _ __ ! CL. "B" �► `' CONCRETE APRON WILL BE CONSIDERED P '
f L 1 ART OF THE I 7`•8"
DROP INLET. MEDIAN DITCH GRADE--+`��,I--- ----------------_------------------�-------� DOWEL-B
CONCRETE --
► ►► I i ��� _ � �� CONSTRUCT WITH PIPE CROWNS MATCHING. ! FOR 15" THRU 36" INLET
I , 1 1► 711 �, �'
--------.- L1 _ /2 /06 ISSUE OR CONSTRUCTION
---
i USE STANDARD FRAMES AND GRATES 840.22 SHOWN 840.24 SHOWN -� `-C. -- --1 ---= ___________-____ __ -=_===_ «____�_-,--- --_- _.__.^---- --- ---------
__.. CV
. ---- + _ 840.29 AND 840.33. 0 I 1 �I -- - i ►_0►
! - _ - --
•.
,( _ I 1 °°' N I REV.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT `-- - -- ----------- - �.-- ------ --- . - Y
--- --------_------ ----- ----------- f--
1 OF FRAMES AND GRATES NOT SHOWN. cv °0 1 tO _ '` -_____._._-_.________ N0. DATE REVISIONS g
NCO 4 CHAMFER ALL EXPOSE CORNERS 1 4„
----- - -------
ti� t ANCHOR ----- 4 DRAWING NOT TO C ----------_�-------------� -------------------� ', i ►, ,- t--
CONCRETE APRON - \ BAR EXP. MAT S ! 3 -8 T ' i #4 BAR
r t I OPENING J �- ------------_ ___
Y -�►---- �,\ MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP ELEVATION I IN WALL FOR ,` DOWEL"C"-'"� PERMISSIBLE CONSTRUCTION JOINT
CONC:•...`I � IS 12 FEET. TROUGH � PART SECTION U-U
PLAN WALL DOWEL B 1 ,B 2 OR B 3 _ _--_____ __ _-_ ___ 2
'Al PART SECTION V-V DOWEL-B
FOR 42" INLET
1----FLOW LINE ______ �-'�\: -='
TOP ELEVATION DITCH �► V
T P ELEVATION �_ � ---- -- - ----
CONCRETE --- - - ---► - ---------- ;------SINGLE FRAME & GRATE
33" MIN. ALL SIZES '+ -- � ____ �" APRON I ..__ 11_7►► ►,
MEDIAN OR SIDE DITCH DETAIL SEE DETAIL . -- ----- ---'--------- --------- _-------- -------------- -- _1_g '
GRADE `,� � � I -------------- ---- ,
13_ MIN. �� APRON SUPPORT NOTCH DOUBLE FRAME & GRATES i ■En 2ne ■
------ ----- --- ----- --------------- ) ; -1- i ! 1 ! ------ g ering Architecture■Surveying■Technology
►► Box 7305, 324 S. Evans St., Greenville, NC 27834 252-758-3746, 252-830-3954(Fax)
_ ---------- ----- -_-'------ ---------_---- -_�_�- ------_-_-- -__----_._.___---- -----_..------`�------_----------� *- #4 BAR
' ►► J 11 1/ 1 7 �L_ JC..____,L_ __IC.__._. '___._;; -fir- i; --- ! --- __._��.___� -- r-___-- I i 1 _7 _- PROJECT TITLE
-- -- ----- -- r• 2 -E-- BARS i I_ �--- ---- --- --
K �, J -�
U 3
G BARS 3 L----- t- [�-_�C�7 �l C I.•---�C--- ,-- - �---=] ---i DOWEL-B
Caswell
Center
--F-- @ 6 CTS. --� _ � � I _ [--1 C�7 C� _.-- =-----; '�'�----- I ' '
! "H" BARS F _�_ --- i ,
-7r--- ---- Co I --- r-- ------ ------ - �- _--_-------------------- ----
,► @ fi CTS. BARS \ E _
_-__�__ -________________.______.____________-_--_ I QUANTITY TO BE ADDED FOR EACH 2 INC-------------__- ---- - REMENT
I I � . __._._ -. ___-____.____-__..___.__------------____-. INLET OPENINGam us Ditches.__.- ____.-_ Tfle
4 MIN. � (f _ ! T•-� i � --- ---r--_.--------- -----.,._.__•------__....------------------.----...__..__.----
- '�
2 •��� ��� � I ► r, � �---- DITIONAL INLETS 2 -0 + 4 -0 16 -0 1 8'-0" 10 0 12 0
_ %. ►► I 1 -7 i I CONCRETE CU. YDS. 0.191 I !
2 11 F'►r BARS DOWEL-l^. -. I r----- - - --- ------- 0.417 0.665 1 0.897 1.145- 1.380
1 --*�►-+-1 @ 6 CTS. V ---------- i CONCRETE APRON CU.. YDS.. 0.074 li 0.148 0.222 ' 0.296 i 0.370 .4 4
! I ' I / 1 ' --- ----- -------__----- -- CONCRETE APRON - �- �_ 0 4
Kinston►► � �- ---------_-------------- --- ---. --- - __�_� - -- TownshIs M � __--__- Lenoir Co., N.C.
L p --fi ___---_ _ ---- MIN. DIMENSIONS AND QUANTITIES FOR CONCRETE INLET(BASED ON MIN. HEIGHT H DRAWING TITLE
STEP STD. -------- '
f ! 4 �, DIMENSIONS OF BOX AND PIPE - - --- REINFORCING STEEL - NO 4 BARS
! CU YDS CONC. IN BOX DEDUCTIONS 840.66 -- •
DOWEL A_ PIPE I SPAN WIDTH' SPAN WIDTH HEIGHT BARS E T---------- -----------_._ FOR •-- -- ,-------- �.\ .- i -- - _ I ( BARS F BARS G --- __------------- ---------1
_ -_ _� + BARS H TOTAL BOTTOM f H H PER ONE PIPE Grading,APRON T TALDrainage, Erosion D J ! I LENGTH NO.I LE N ! 0
-- K L I M H N0. NGTH; 0. LENGTH N0. LENGTH SLAB
--- ------- ---- -------- '----- _----- ---- ------ - ----, LBS. I TOTAL FT HT ;
---------- 3,_9 ---
if +--------- _ C.S. R.C.
I 12►► 1 3/ 8 rr ; 2► O„ : 3► 8►, 2► O„1 --- --------- ------ -------- --- ---- __ _-- -- ---------
-- __ 26
_ 0.362 0.9 0.247 0.395 1.683 1 0.015 0.024
- " I 15" 3'_8 r, 12►_0„ 3► 8 2► 0►► 14►_0 ' ---- --- ! __ - --- ---� -- _ I -_-- ------_ -- ---------r-------- -- - -------- -------}----------}---- --- e i m e n t a t i o n
Control1
0.362 0.988 0.247 0.395 1.745� 0.023 0.036
SECTION X -X
#4 BAR __-_,,_; T --18--�- l 2' 0/' 4''3r' -- __ - _ ___ I� I __ 0.362 1.050 0.247 1.8071-SECTICN Y-Y ! ______-___ ___ _-______ ____ ____.. ___ �__ o•033 0.049
24 ' ! i i 2'_10" 4'- " �- - ►_ ►► _ --t -------
9 8 1 -5 6 4 9 ► 27 0.444� 1.3621 0.278 2.201 1 Detafls" � , ►, r r1 ► „ r „ r rr � 0059 0.085
3 -8 3 -5 5 -3 8 2 -0 7 4 9 ! 502 1.644' 0.288 2.541
-- -- �_---�----�---' -t-- -------! ---- - I - - -_ -_ -- 33 0
--
_ 0 092 0 127
-----------�-_ �_.�._.__ �---- j t------; r r► r ,�-t-- , ,► � ---- -----rt--�-- --- -------�---��- ----•-�--- ►;__------------ - ---------------- ----- '_ _ i SCALE DEPARTMENT
- ------ -- -- ------- 0.321 ---2.920 --- ----- -------
MEDIAN DITCH GRADE I 36 � � 4_-0___4 0 _15 -9 8 2 -5 8 1 a -11 4 0 -9 2 4 -11 47 0. ,
-- _- --- -- --�- -- - --- - ----- ----- 0.132 0.178
�- i i 560f, 1.931
►, - __.. -�._-�- � 42 i ----f -- - 4 -10 4 -10 ------- --------,------„ --- ,r ---- -----
- !� ----�� - - - ----► 1, , „�6,_3►, 10 --3; ►;- 9 5►_7„ - -- __---- ----__} AS NOTED
6 I �.; ,---- -------+--�--- -- ----- -------- --- -----= --- 1 5 3 5 -7 67 0.704 2.500 10.370
I -� ------------'---- ------._-_----_-- ----- ► 3.677, 0.180 0.243 1
CIVIL
48 l I 5 -4 5 -4 jr r ►► I ,_ ,►t 1_ „ --�- ----� --- --____--� ------- -------�
-__ _ _ _ ___ 7 _1 10, 6 -1 1 11 1 4 I 6 1 87 0.823 3.013! 0.407 4.315,I p,2 1 DRAWN BY DATE STARTED SHEET No.
' I 6 -9 111 3 - I
--DOWEL -A ! , 1, 1► , 4r-1 r, 1 s _7 -------- :_------ __-_ 5.072 -- -- --------- BPB 7 25
--- 54 i -+ 6 -0 16 -0 7 -3 12: __ ' ,► I 2►-5" 5 I 6'-7" 107 0.951 3.589 0.4
- - -- - __ 1 -44 r 0.297 0.401 ; /05
i I � MEDIAN D.I. � 60►, � I�` 6'_6„ 6,_6►, ! 7,_9 rr � �t�►_9,r�- � � �__-_-- -----�-- -
I_ __� 1-_ -__ ____ 3 12; 7 -3 3 -1 , 6 7 3 135 1 13 4 539 0 494 6 170 1
! I i, �------_----1 ----t-------------t--------- --- - _ __ � _ � CHECKED BY
1 � , r r r_ ,r i � r r r , i ►, - ------.---�-----•------ -�------------------- ------------ --------•----! DRAWING N 0.
66 t 1 7 -2 7 -2 8 -3 , 14' 5 -4 I 147 10--- �_--__, :
I - ----� ---------- -------- ------+--------- ------ I 3 -7 7 : 7 -10 168 1.3 5.0 061 0.537 6.901
_ __ __ _ _44_4 0 599
72 1 3 -8 2 -0 7 -8 7 8 8 _9 I- --r-----a__--___-- -- -------___-- ---.____.._----___ 0. MSC
-- -----
►► ►r ► ►► ► ►►I ►_ ,r I ► ►r 5 1 5''1 1" 15 i 8''S,► 4 4'-3 r►i _8 8►-5►► 199 1.500`-5.86 --0.580 -0.395 7.868 0.52
81 0.713 APPROVED
$ CONCRETE DROP INLET
C3 N.T.S.
MSC
PROJECT N0.
2 0 050186
THIS DRAWING IS THE PROPERTY OF THE EAST GROUP, P.A. ANY USE. REUSE, REPRODU ON, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF THE EAST GROUP, P.A. IS STRICTLY PROHIBITED. (©COPYRIGHT, THE EAST GROUP. P.A. 2001